This paper aims to propose a novel self-centering dual rocking core system with damped multiple rocking sections (denoted as MSDRC system) for achieving enhanced seismic performance in mitigating high mode effects and responses. The configuration and desired seismic performance of the MSDRC system are introduced. The multiple rocking sections are introduced to reduce the structural member force demands caused by higher mode effects and buckling restrained braces (BRBs) are equipped in multiple rocking sections for absorbing higher mode energy. Comparative analyses set out to study the dynamic responses and highlight the benefits of the proposed MSDRC system compared to the existing self-centering dual rocking core (SDRC) and self-centering multiple rocking core (SMRC) systems. To facilitate an equitable comparison, the 9-story MSDRC, SDRC, and SMRC systems are engineered to attain identical target drift under design basis earthquakes (DBE). The analyses reveal that, in contrast to the SDRC system, the multiple rocking sections in SMRC and MSDRC systems can efficiently reduce the structural member force demands. Compared to the SMRC system, the BRBs in the multiple rocking sections in the MSDRC system can absorb sufficient energy to avoid inter-story drift concentration caused by higher mode responses under strong earthquakes. Parametric dynamic analyses are also performed to explore the influence of the capacity of BRBs on the dynamic nonlinear behaviors of the developed MSDRC system. The analysis results provide design recommendations for the design of BRBs in the rocking sections.
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